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FRAMING NOTES: <br />1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE <br />CONCRETE TO WOOD ROOF: SIMPSON HETA16 WI (9) 10d x 1 ill" HDG NAILS. <br />CONCRETE TO WOOD FLOOR: <br />SIMPSON LTA2 W/ (8)10d x 1 1/2" HDG NAILS, WOOD TO WOOD: <br />SIMPSON H10A OR LGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. <br />2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER <br />SCHEDULE. <br />3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE <br />MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH <br />MANUFACTURER'S SPECIFICATIONS. <br />4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS <br />ARE TO BE GALVANIZED. <br />S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, <br />CONNECTERS ARE TO BE GALVANIZED. <br />5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE <br />CONCRETE LINTELS, <br />6. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND <br />CLEAR SPAN OPENINGS. <br />7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4"). <br />8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE <br />SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE <br />FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS <br />LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND <br />APPROVAL. <br />9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES <br />SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED <br />FASTENER, ZF 72 PBS36, .1 Tr ° x 2 7/8" LONG, WITH WASHER @ 16" O.C. <br />10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END <br />UNLESS OTHERWISE SHOWN DIFFERENT. <br />11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON <br />RATIONAL ANALYSIS. <br />12. ALL ELEVATIONS ARE REFERENCED FROM V-0", FINISH FLOOR. UNLESS <br />NOTED OTHERWISE. <br />TRUSS MANUFACTURER / ENGINEER NOTES: <br />1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE <br />FABRICATED W/ A 2x6 BTM. CHORD (MIN.) <br />2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS <br />WITH THE ARCHITECTURAL PLANS TRAYS AND COFFERS ARE NOT <br />SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. <br />3. TRUSS COMPANY I ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO <br />TRUSS CONNECTIONS. <br />4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN, <br />MAINTAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. <br />COLUMN SCHEDULE <br />MARK <br />SIZE S, <br />BASE PLATE OR <br />REMARK <br />DESCRIPTION <br />REINFORCEMENT <br />WD-1 <br />4X6 (3XN5 Yz") SYP. <br />HTT4 W/W" DIAx 5" <br />5IS3.1A <br />PT, WOOD POST <br />EXP.BOLT <br />r-------- <br />FIRE <br />�RILT S 0P r I <br />L - — — — - <br />- — — <br />J <br />FLOOB�R2X4 NAILER DRAFT <br />PRE-ENG. _ STOP <br />FLR. TRUSS <br />ELEV. VIEW <br />PRE-ENG. FLR. JOISTS �I <br />3/4" PLYWOOD 11 <br />DRAFT STOP <br />PRE-ENG. FLR. JOISTS ''l <br />i l rl <br />2X4 NAILER FOR <br />DRAFT STOP <br />314" PLYWOOD <br />DRAFT STOP <br />PLAN VIEW <br />DRAFT STOP <br />DETAILS <br />�J <br />11 II II <br />II II II <br />n u n <br />II <br />II <br />n <br />II <br />II <br />n <br />11 II 11 <br />II N II <br />n n n <br />x 11 II N II <br />II II N N N <br />u n N x n <br />it 11 <br />N II <br />11 <br />11 11 <br />II II <br />11 11 <br />II II <br />II II II <br />11 It n <br />IL 11 II <br />II <br />11 <br />II <br />II <br />it <br />II J3 <br />II II N <br />11 it It <br />g N N <br />q II II 11 q <br />x 11 if 11n <br />N j 2 <br />II <br />N 1 <br />n <br />NILJ9 <br />'ll <br />II II <br />II 11 <br />II II <br />11 1 1 <br />II <br />� II 11 II <br />II <br />11 <br />11 11 II <br />II II II Is 11 <br />11 <br />11 II <br />11 11 <br />IIII <br />M1 TO CMU WALL W/ <br />i <br />IxI I°III <br />I°III <br />III <br />II N N <br />N 2x4W'ODD WALL II <br />N <br />I <br />SIMPSON LGUM488D8W/(4)VItV <br />TN HD ANCHORS AD 4Y%2¢ <br />11 <br />u <br />2x4 WOOD <br />WALL W/ <br />q <br />II SYP. NO.2STUDS <br />12" O.C. <br />IIII <br />IIII IIIIIt <br />IIIII <br />OSSCREWSTOBMl,BLOCKWY <br />SYP. N0.211 <br />PLYWOOD E. SIDE OF Mi.n <br />n <br />u <br />n STUDS u <br />n n n x n <br />u <br />12" O.C. <br />II II <br />BM1�1 <br />2X6 WOOD <br />6 <br />WALL W/ DBL. <br />it u <br />4 <br />II <br />STUD UNDER <br />II II <br />J4 <br />EACH JOIST <br />Itu <br />CA E <br />PRE-FABRWED FLOOR <br />JOISTS e w o.C. <br />n»r <br />11 / DBL STUD <br />-1 <br />' <br />x ,.,II <br />/IRlV <br />IIIDiID IISTOPPING II <br />WALL W/ DBL <br />II STUD UNDER <br />II ALONG THIS TRUSS AS TO 11 <br />II EACH JOIST <br />II LIMIT ARE A 0000 S.F. <br />II <br />PER FBC1302.12 <br />FIRST FLOOR FRAMING PLAN <br />SCALE: 1/4" = V-0" ]-JOIST <br />1441 N. RONALD RFAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX 407-774,4078 <br />www.abdesigngmup.com <br />AA 0- 0003325 A <br />g <br />t <br />!;Z41ft <br />SUDDIV. & LOT: <br />ABBOTT PARK <br />LOT #39 <br />BLK. #9 <br />PROJECT# <br />04181.000-39091 <br />MODEL: <br />4EHB <br />"2605-HAYDEN" <br />GARAGE BWMCI: <br />RIGHT <br />PAGE: <br />FIRST FLOOR <br />FRAMING <br />PLAN <br />160 MPH E . C <br />